Synthesis of magnetic biochar for utilization in Fenton based process
Gozde Duman T ac, Jale Yanik Ege University, Faculty of Science, Chemistry Department,Izmir/ TURKEY
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Synthesis of magnetic biochar for utilization in Fenton based process Gozde Duman T ac, Jale Yanik Ege University, Faculty of Science, Chemistry Department,Izmir/ TURKEY Dye wastewater treatment Used in the textile, cosmetic,
Gozde Duman T ac, Jale Yanik Ege University, Faculty of Science, Chemistry Department,Izmir/ TURKEY
Dye wastewat er treatmen t
Coagulatio n Adsorption Fenton Reaction O3
Membrane separation
and food industries
Based on chemical oxidation by forming very reactive species such as hydroxyl radicals (·OH) Degrades organic pollutants completely to harmless chemicals, mainly CO2 and H2O Feasible option for biologically persistent wastewater Widely recognized as highly effjcient treatments for recalcitrant wastewater
Disadvantages of homogeneous catalysis
environment => [Fe]max =2 ppm
end of treatment
Fe
3+
Fe
3+
Fe
2+
Fe
2+
Dis s
Fe
3+(a q)
H
2O 2
Dis s
Fe
2+(a q)
H
2O 2
Fe
3+
+OH
H
2O 2
Fe
2+
+H
+
+HO
2
H
+
+HO
2/O 2
H
2O 2
Fe
3+
+OH
C a ta ly s t
Heterogeneous catalyst Pure Metal oxides; poor stability, inert activity, etc.
Biochar for wastewater treatment
Biochar
Modifjcation/activation
M M M M COOH HO O- OR OH
Biochar Increase surface area Surface functional group Loading metal species Biomass Hydrothermal Carbonization Pyrolysis
Decolorization of wastewater containing methylene blue via Fenton process in presence of Fe doped biochar
Synthesis and characterization of Fe loaded biochars Catalyst screening Parametric study on Methylene blue removal Fe doped biocha r
Performed by measuring the absorbance of the methylene blue concentration at the maximum absorbance wavelength of each compound in a UV/VIS Spectrophotometer ( Varian Cary 100 Bio) The wavelengths λ =664 nm for MB, Removal effjciency (de-colorization) was calculated by MB Removal where m0 and mf were initial and fjnal concentration of MB
termination of Methylene blue (MB) removal
TPOMW
Moisture 66.4 Proximate analysis, wt % (db) Ash 3.8 Volatile matter 68.5 Fixed carbon 27.7
Ultimate analysis, wt % (db)
C 51.47 H 7.02 N 1.09 S 0.13 O 36.51
Properties of TPOMW, % Fe source:
38% Fe2O3) waste sludge from aluminum company
10 % HCl solution
*Magnetic properties*
Process Yield**, % P-Fe-500* Pyrolysis 60.2 P-Fe-700* Pyrolysis 55.7 HTC-Fe HTC 49.6 P-RM-500* Pyrolysis 68.9 P-RM-700* Pyrolysis 57.2 HTC-RM HTC 81.7 P-ARM-500* Pyrolysis 72.0 P-ARM-700* Pyrolysis 61.3 Pyrolysis at 500 and 700 oC for 1 hour Hydrothermal carbonization (HTC) at 220 oC for 1 hour Impregnation in oven at 110 oC overnight Filtrated,washed and dried in oven at 110 oC overnight
Thermocouple
N2 VolatilesOven
Thermocouple Pressure gauge Needle valve Stirrer WaterOven
**based on initial biomass amount
Batch experiments
Tested parameters
1 2 3 4 5 10 20 30 40 50 60 70 80 90 100
P-Fe-500 P-Fe-700
Time (hour) MB Removal ( %)
Conditions: 100 ppm MB, 10 mM H2O2, daylight, 150 rpm shaker, pH was adjusted to 3
activity.
RM improved the removal
Fe based biochars had signifjcant efgect.
1 2 3 4 5 20 40 60 80 100 P-Fe-700 P-Fe-500 HTC-Fe Reaction Time (h) MB removal (%)
0,5 1 1,5 2 2,5 3 3,5 20 40 60 80 100 P-Fe-700 P-Fe-500 HTC-Fe Reaction Time (h) MB removal (%)
20 hours !!!
Day light Under Dark
0.5 1 2 3 4 5 7 16 20 20 40 60 80 100
P-Fe-700
Reaction Time (h) MB removal, %
Fe content of effmuent water, ppb P-Fe-500 128 P-Fe-700 4 HTC-Fe 357
Conditions: 50 ppm MB, 10 mM H2O2, daylight, 150 rpm shaker, no pH adjustment ( ~3.5)
1st 2nd 3rd 4th 5th 10 20 30 40 50 60 70 80 90 100 P-Fe-500 HTC-Fe Cycle MB removal, %
case of P-Fe-500 after 5 cycle.
Fenton oxidation with P-Fe-500
Before After
Inorganic content, %
P-Fe-500 P-Fe-700 HTC-Fe Fe 22.02 25.86 1.35 Al 0.06 0.07 0.07 Si
0.03 Mg 0.09 0.11
0.29 0.32 0.12 Ca 0.27 0.32 0.09 K 3.22 4.01 0.11
hydrothermal carbonization HTC-Fe
SEM images
P-Fe-500 P-Fe-700
Iron particles
XRD pattern FTIR spectrum
5 15 25 35 45 55 65 75 85 P-Fe- 500 2 Theta In te n s ity
✮ ✮
5 15 25 35 45 55 65 75 85
HTC-Fe
2 Theta Intensity 650 1150 1650 2150 2650 3150 3650 P-Fe-500 HTC-Fe Wavenumber (cm-1)
Aliphatic -CH3 Carboxylic C=O Aliphatic C-O-C Aromatic C=C
✮Fe3O4 ▲Fe2O3 ✮ ✮ ▲
1 2 3 4 5 6 7 10 20 30 40 50 60 70 80 90 100 50 ppm 100 ppm 150 ppm 200 ppm Reaction time (h) MB Removal, %
Conditions: 10 mM H2O2, daylight, 150 rpm shaker, no pH adjustment ( ~3.5)
Catalyst: P-Fe-500
MB concentration: 50, 100, 150 and 200 ppm Concentration Removal
Conditions: 50 ppm MB, daylight, 150 rpm shaker, no pH adjustment ( ~3.5)
Catalyst: P-Fe-500
Initial H2O2 concentration: 2.5, 5, 10 and 15 m M
1 2 3 4 5 6 7 10 20 30 40 50 60 70 80 90 100 2.5 mM 5 mM 10 mM 15 Reaction time (h) MB Removal( %)
Lower H2O2 concentration longer reaction time
1 2 3 4 5 6 7 10 20 30 40 50 60 70 80 90 100 2.6 3.8 7 9 Reaction time (h) MB Removal, %
Conditions: 50 ppm MB, 10mM H2O2 concentration, daylight, 150 rpm shaker,
Catalyst: P-Fe-500
pH: 2.5, 3.6 (natural pH of MB), 7 and 9 After 24 h removal was not completed!! Low pH increases solubility of Fe ions
Ongoing studies focus on red mud to produce efgective and stable catalyst, independent from difgerent pH. In future work, difgerent pollutants can be tested in their natural pH.
TP .
concentration in effmuent water is acceptable for direct dumping.
wastewater.
magnetic biochar could not produced by HTC.
activity than that at higher temperatures.